等效连续岩体,rock mass of equivalent continuum
1)rock mass of equivalent continuum等效连续岩体
1.The action forces applied onrock mass of equivalent continuum by seepage include two parts, i.渗流对等效连续岩体的作用力包括渗透静水压力和渗透动水压力 (渗流体积力 )两部分。
2.By the linkage between the seepage coefficient,porosity and stress,the hybrid analysis model for coupled seepage and stress field inrock mass of equivalent continuum is established.以渗透系数、孔隙率和应力的关系作为桥梁,当渗流场为非稳定渗流时,建立等效连续岩体渗流的耦合模型。
英文短句/例句
1.Hybrid Analysis Model for Coupled Seepage and Stress Fields in Rock Mass of Equivalent Continuum等效连续岩体的渗流应力耦合模型研究及应用
2.Equivalent continuum media model of hole-type carbonate reservoir孔洞型碳酸盐岩油藏渗流的等效连续介质模型
3.An equivalent porous media water-rock coupling model impacted by coal mining and its application采动影响下等效连续介质水岩耦合数学模型及应用
4.A-weighted equivalent continuous sound pressure leveＡ加权等效连续声压级
5.acceleration of a continuous plasma beam连续等离子体束的加速
6.An Equivalent Network and an Equivalent Circuit of a Dielectric Step Discontinuity Structure介质间跃不连续结构的等效网络和等效电路
7.equivalent continuous sound level normalized to 8 hours以八小时为基础的等效连续声级
8.Study of the discontinuity equivalent circuit model for asymmetric stripline偏心带状线不连续性等效电路的研究
9.Analysis of Discontinuity Equivalent Circuit Model for Asymmetric Stripline非对称带状线不连续性等效电路分析
10.the durative aspect【语】持续体, 连续体
11.DDA METHOD OF THERMAL STRESS PROBLEM FOR JOINTED ROCK MASS节理岩体热应力问题的非连续变形分析方法
12.Application Study of Numerical Manifold Method in Discontinuous Deformation for Rockmass;数值流形方法在岩体非连续变形中的应用研究
13.the Character and Comparison of the Analgtical Method Fod Numerical Value of Uncontinuous Deformation of Rock;岩体非连续变形数值分析方法的特点及比较
14.Analysis for the Explosion Resistant Capability of CBF Ship连续玄武岩纤维复合材料船体抗爆性能分析
15.Study of Break Mechanism of Discontinuous Rock and the Stability of Underground Engineerings非连续岩体破裂机理及其工程稳定性研究
16.Discontinuities or weakness planes are those structural features which separate intact rock blocks within a rock mass.不连续面或弱面指在岩体内分割完整岩石的那些构造形迹。
17.continuous wave plasma arc pumping等离子体电弧连续波泵浦
18.Study on Equivalent Characteristic and Numerical Simulation of Seepage in Fractured Rock;裂隙岩体渗流等效性及数值模拟研究
相关短句/例句
equivalent continuous system等效连续体
1.The flexural deformation and forces can be calculated by theequivalent continuous system method, in which the main influencing parameters of shear lag are discus sed.用等效连续体法对弯曲变形及内力进行分析,分析了影响框筒结构剪力滞的主要因素。
3)equivalent continuum method等效连续体法
1.Dividing the storey deformation into shear deformation and flexural deformation,by amendatory contra-flexure point method of wall-frame and theequivalent continuum method,a simplified method is carried out to analyze the famed-tube structure subjected to the lateral loads.将楼层整体变形分为剪切变形和弯曲变形,用壁式框架D值法和等效连续体法,对在侧向荷载作用下框筒结构进行简化分析。
4)level 3 equivalent continuum三级等效连续介质体系
1.The level 1 is real fracture network, the level 2 random fracture network, thelevel 3 equivalent continuum and the level 4 continuum.将岩体中的各种裂隙和孔隙按规模和渗透性分为四级处理 ,即一级真实裂隙网络、二级随机裂隙网络、三级等效连续介质体系、四级连续介质体系。
5)equivalent continuous等效连续化
1.Based on the shield tunnelequivalent continuous model and elastic foundation beam theory, this paper primarily studies shield tunnel longitudinal structure deformation behavior and the state of stress, it provides some references for the longitudinal design.文章主要以盾构隧道等效连续化模型和弹性地基梁理论为基础,初步研究了盾构隧道纵向结构变形性态、受力状态,为纵向设计提供参考依据。
6)discontinuous rock mass非连续岩体
1.By using 3D ANSYS software, the transverse action mechanism of rock bolts indiscontinuous rock mass was analyzed.用对比方法分析了加锚非连续岩体与锚杆的错动变形和受力规律 ,模拟了加锚非连续岩体变形过程 ,获得了非连续岩体与锚杆的相互作用规律以及非连续岩体和锚杆的变形规律 。
2.In order to study the transverse effect of bolt,the 3D physical model of transverse shearing resistance effect of bolt indiscontinuous rock mass was obtained,and the"Railway rail effect" of bolt under shear loads was studied.为了研究锚杆的横向效应并揭示其支护机理,建立了非连续岩体中锚杆横向抗剪效应的三维研究模型,进行相应的物理模型试验,研究了非连续岩体中锚杆的导轨作用效应。
延伸阅读
非连续长纤维增强体分子式：CAS号：性质：一种短纤维增强材料。这种增强体与纤维短切毡不同，其纤维的排布均沿同一方向成束状。当每根短纤维都保证大于其临界长度时，从总体上讲其增强效果与连续纤维相近。如体积分数为58％的AS-4连续纤维增强PEEK在常温下的拉抻强度为1677MPa，不连续长纤维的常温拉伸强度为1615MPa。这种增强体适于制作形状较为复杂的复合材料构件，不致在弯角处发生屈曲。
